Analysis of test embankment on sand drains at the naval dockyard, Pom Prachul (Record no. 5063)

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fixed length control field 03273nas|a2200397 ; 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162441.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 951012s1980 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10082438
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-79-17
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Prebaharan, Nadarajah
245 10 - TITLE STATEMENT
Title Analysis of test embankment on sand drains at the naval dockyard, Pom Prachul
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1980
300 ## - PHYSICAL DESCRIPTION
Extent vii, 129 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-79-17
500 ## - GENERAL NOTE
General note A thesis submitted in partial: fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1980
520 ## - SUMMARY, ETC.
Summary, etc. The settlement and pore pressure- time variations of a test embankment on sand drains were analyzed by an explicit finite difference technique. The embankment was built in two stages and extended over three test sections, namely one without sand drains and the other two with drain spacings of 1.5 and 2.5 m. The soft clay had a depth of about 17 m and numerous piezometers had been installed to monitor pore pressures. Analysis, however, was carried out only for points at the center of each test section!, but at various depths. Soil parameters were obtained from laboratory oedometer tests. The analysis could take into account a multilayer soil profile, two-dimensional water flow, time-dependent loading, stress distribution varying with depth and undrained deformations. The method of analysis proved to be effective in predicting settlements and pore pressures, although in the non-sand drain area the agreement with the observed ·values was poor, the measured settlements being much larger than the observed and measured pore pressures dissipated considerably faster than the predicted ones. The closest prediction was obtained for the section with 2.5 m drain spacing. A back analysis was then carried out by fitting the predicted and observed pore pressure - time relationships at different depths. For the sand drain sections pore pressure isochrones were also established which .provided a better insight into the effect of the coefficients of consolidation for vertical and horizontal drainage during the pore pressure dissipation phase.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil consolidation test
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Hosking, Roger J.,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Jerasak Premchitt,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Australia,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. GT-79-17
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22026">http://203.159.5.9/ait-thesis/detail.php?q=B22026</a>
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a 250326
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
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CREATED CREATED : 2014-03-26
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Barcode Barcode : 30050160071022
CREATED CREATED : 2016-05-17
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GT-79-17 30050120738397 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.GT-79-17 30050160071022 17/08/2026 1 17/08/2026 40-Archives
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